Static solution on four-region spherial cavity expansion model in a pressure sensitive medium

Spherical cavity expansion model is often used to study the mechanic characteristics of pressure sensitive mediums. The most important one we do in the paper is that we construct a four-region model with σθ≠0 in damage region,which is different from what Satapathy did before and is more reasonable. By adopting this model,different constitutive equations were constructed by different method-elastic mechanics in elastic region,damage mechanics and fracture mechanics in damage region,and macro-micro mechanics theory in plastic region. Then using Durban's self-similarity assumption,the control differential equations with boundary conditions were established,and the static numerical solution of stress field and displacement field in the three different regions of elastic,damage and plastic area were discussed respectively. Results showed that this four-region model can describe precisely the mechanic characteristics of pressure sensitive mediums under initial pressure.     

结构损伤位置识别的组合指标法

基于应变模态对结构局部特征变化比较敏感和频率指标测试简单方便、精度高的特点,以既能实现准确定位又便于工程应用,以动力响应诊断的应变模态指标为基础,结合频率指标提出了实用的组合指标.理论证明和数值仿真结果表明,无论单处还是多处损伤、低阶还是高阶模态,损伤识别组合指标均能在判断损伤存在的同时准确定位损伤.     

碳纤维布加固超役混凝土电杆的破坏机理及力学性能

以某电网某路段超过服役期的钢筋混凝土电杆为研究对象,选取电杆杆身与跨中带钢圈接头的杆身试件各6根,其中各取3根试件采用碳纤维布（CFRP）沿杆件纵向进行加固,并对其进行抗弯承载力试验,对比研究在不同的碳纤维布黏贴层数下加固电杆的受力性能和破坏机理。基于试验实测数据,对强度及刚度计算方法进行了研究,并提出了刚度退化的数学表达式。研究结果表明：采用碳纤维布加固电杆后,其破坏表现为混凝土与碳纤维布的表面粘脱失效所致,纵向碳纤维布被拉断作为最终破坏形态,破坏过程迅速,脆性明显;试件的截面应变分布符合平截面假定。加固前杆身试件的承载力退化严重,加固后混凝土电杆的承载能力和刚度均有显著提高,但加固电杆的损伤发展较加固前提早,且快而集中,综合多方面考虑,建议在混凝土电杆接头附近的一定距离内采取双层、杆身其余部位采用单层的碳纤维布加固方法。     

基于模态频率和神经网络的结构损伤检测

把结构损伤识别问题分为损伤辨识、损伤定位、损伤程度标定三个子模块，对每个子模块用模态参数构造对损伤敏感的标识量，并作为特征参数输入到神经网络中实现损伤识别。将优化的BP网络和频率相结合成功地实现了矩形梁的损伤检测，为结构健康监测研究提出一条新的技术途径。     

油层出砂导致地层伤害数值模拟研究

为了模拟油层出砂对地层的伤害，在扩散-对流方程的基础上，建立了一个关于多孔介质内微粒启动、运移、堵塞的数学模型，在孔隙级别上揭示了微粒在地层伤害中的作用。应用有限差分法对所建模型进行了数值求解，结果表明：该模型能够很好的模拟和预测由油层出砂造成的油层伤害过程及该类油层近井地带不同开发阶段的伤害程度，对于油层的评价、增产措施的实施等具有重要意义。     

渡海登陆作战两栖装甲部队综合保障能力评估

通过对渡海登陆作战行动剖面分析，建立了评价两栖装甲机械化部队综合保障能力模型；重点分析了渡海战斗战场战损率对部队保障能力的影响；提出了提高两栖装甲机械化部队登陆作战综合保障能力的途径。     

Blasting cumulative damage effects of underground engineering rock mass based on sonic wave measurement

The principle of sonic wave measurement was introduced, and cumulative damage effects of underground engineering rock mass under blasting load were studied by in situ test, using RSM-SY5 intelligent sonic wave apparatus. The blasting test was carried out for ten times at some tunnels of Changba Lead-Zinc Mine. The damage depth of surrounding rock caused by old blasting excavation （0.8-1.2 m） was confirmed. The relation between the cumulative damage degree and blast times was obtained. The results show that the sonic velocity decreases gradually with increasing blast times, hut the damage degree （D） increases. The damage cumulative law is non-linear. The damage degree caused by blast decreases with increasing distance, and damage effects become indistinct. The blasting damage of rock mass is anisotropic. The damage degree of rock mass within charging range is maximal. And the more the charge is, the more severe the damage degree of rock mass is. The test results provide references for researches of mechanical parameters of rock mass and dynamic stability analysis of underground chambers.     

Relationship between subsurface damage and surface roughness of ground optical materials

A theoretical model of relationship between subsurface damage and surface roughness was established to realize rapid and non-destructive measurement of subsurface damage of ground optical materials.Postulated condition of the model was that subsurface damage depth and peak-to-valley surface roughness are equal to depth of radial and lateral cracks in brittle surface induced by small-radius(radius≤200 μm)spherical indenter,respectively.And contribution of elastic stress field to the radial cracks propagation was also considered in the loading cycle.Subsurface damage depth of ground BK7 glasses was measured by magnetorheological finishing spot technique to validate theoretical ratio of subsurface damage to surface roughness.The results show that the ratio is directly proportional to load of abrasive grains and hardness of optical materials,while inversely proportional to granularity of abrasive grains and fracture toughness of optical materials.Moreover,the influence of the load and fracture toughness on the ratio is more significant than the granularity and hardness,respectively.The measured ratios of 80 grit and 120 grit fixed abrasive grinding of BK7 glasses are 5.8 and 5.4,respectively.     

在TRIPS指导下完善我国对商业秘密的法律保护

TRIPS是我国在制定商业秘密保护法律规范时应当遵循的国际公约，而我国现有的规范无论是在对侵犯商业秘密行为的界定，还是在对具体保护措施的规定上都与这一公约要求的标准有明显的差距。我国立法者应科学与完整地界定侵害商业秘密行为的要件以及增强商业秘密保护的具体措施的完备性与有效性，使我国对商业秘密的保护水平达到TRIPS的标准，从而实现对商业秘密合法持有人充分与完全地保护，履行我国作为世贸组织成员国的义务。     

连续损伤力学在碳纤维加固混凝土梁中的应用

探讨了损伤力学分析碳纤维加固混凝土构件的可行性,并通过损伤力学的方法对碳纤维加固混凝土梁进行了尝试,证明该方法对于混凝土的损伤及寿命预测可起到一定的作用。